what values have to be defined in the model to run the "eigen" function? I am not clear on what is going on. I am looking at a simple sdof system so the eigenvalue is easy to calculate by hand...
thanks,
Matthew
Search found 4 matches
- Tue Sep 26, 2006 12:38 pm
- Forum: OpenSees.exe Users
- Topic: Structural damping
- Replies: 9
- Views: 11453
- Tue Sep 12, 2006 6:13 am
- Forum: OpenSees.exe Users
- Topic: truss force element recorder
- Replies: 4
- Views: 4627
- Tue Sep 12, 2006 6:13 am
- Forum: OpenSees.exe Users
- Topic: truss force element recorder
- Replies: 4
- Views: 4627
- Mon Sep 11, 2006 12:29 pm
- Forum: OpenSees.exe Users
- Topic: truss force element recorder
- Replies: 4
- Views: 4627
truss force element recorder
I am trying to do something very simple...run a SDOF type system thru an EQ and record the displacement and forces. The recorder for the element forces comes up with a long column of zeros? Why? Whats a better approach to this simple problem that works? Thanks! Matthew (note, the code calls la21 gro...